SS9901-LR040721Construction Materials Testing
and Environmental Consulting
Texas
CM%
Iac.
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957
Fax (214) 352-6972 www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
July 21, 2004
City of Coppell
July 13, 2004
DeForest Lift Station, Coppell
Moisture Density Relationship
ASTM D698
Project No: 204-0125
Moisture Report No. 5
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 28.9 percent
Maximum Density ......................................... 88.5 pounds per cubic foot
Rammer Type ............................................. Automatic
Material Description ....................................... Dark Brown Clay
Material Origin ........................................... East portion of trench,
......................................................... MacArthur Park
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit ............................................. 73
Plastic Limit ............................................. 22
Plasticity Index ........................................... 51
Percent Passing No. 200 U.S. Sieve ........................... 94
Technician: AT
cc: Mr Rick O'Dell - City of Coppell
Mr. Ted B. Sugg - Turner Collie & Braden, Inc.
Mr. Sam Montoya - S.J. Louis Construction of Texas LTD (Retests-densities)
Our letters and reports are for the exclusive use of the client to whom they are addressed The use of our name must receive our prior written approval Our letters and reports apply
only to the sample tested and/or observed, and are not necessarily indicative of the quantities of apparently identical or similar products
Construction Materials Testing
and Environmental Consulting
Tex s
CM%
Inc,
10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352-6972 www .texascmt.com
MOISTURE DENSITY RELATIONSHIP REPORT
Test Report Date:
Client:
Sample Date:
Project:
Identification:
Test Procedure:
July 21, 2004
City of Coppell
July 13, 2004
DeForest Lift Station, Coppell
Moisture Density Relationship
ASTM D698
Project No: 204-0125
Moisture Report No. 6
Test Results:
Method .................................................. A
Optimum Moisture Content .................................. 19.7 percent
Maximum Density ......................................... 103.4 pounds per cubic foot
Rammer Type ............................................. Automatic
Material Description ....................................... Light Brown Clay
Material Origin ........................................... West portion of trench,
......................................................... MacArthur Park
Moisture Preparation Procedure .............................. Air Dry
Liquid Limit ............................................. 45
Plastic Limit ............................................. 17
Plasticity Index ........................................... 28
Percent Passing No. 200 U.S. Sieve ........................... 82
Technician: AT
Mr Rick O'Dcll - Ciiy of Coppcll
Mr Ted B Sugg - Turner Collie & Bradcn, Inc.
Mr Sam Montoya - S.J. Louis Construction of Texas LTD. (Rctests-densitics)
Our letters and reports are lbr the exclusive use of the client to whom they are addressed. The use of our name musl receive our prior written approval Our letters and reports apply
only to the sample tested aad/or observed, and are not necessarily indicative of the quant/ties of apparently identical or similar products